28194_NC DOT_20010906

CAMA and DREDGE AND FILL
G E N E R A L ­(57`
P�tr�Cir r:.,
P E R M I T ,PS "X00'61.3 A
as authorized by the State of North Carolina
Department of Environment and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC
Applicant Name �'�L - Phone Number
Address
City F.. State ,4t: e Zip -� / ✓ 7
Project Location (County, State Road, Water Body, etc.) i ti i c C. - Br-c ccc,
Type of Project Activity ��.� �r,crr C"-}-
{ "f o T
PROJECT DESCRIPTION SKETCH �- :.
Pier(dock)Length-
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(SCALE:
1
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-
)
Groin Length
number �!l
Bulkhead Length
max, distance offshore j
Basin, channel dimensions
cubic yards
.
Boat ramp dimensions
Other
..
This permit is subject to compliance with this application, site drawing
J
and attached general and specific conditions. Any violation of these terms
; applicant's signature
may subject the permittee to a fine, imprisonment or civil action; and
may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit of-
permit officer's signature
ficer when the project is inspected for compliance. The applicant certi-
fies by signing this permit that 1) this project is consistent with the local
issuing date expiration date
land use plan and all local ordinances, and 2) a written statement has
been obtained from adjacent riparian landowners certifying that they
have no objections to the proposed work.
attachments
In issuing this permit the State of North Carolina certifies that this project
7/t l
is consistent with the North Carolina Coastal Management Program.
application fee

DEPARTMENT OF TRANSPORTATION
DIVISION 02 OFFICE
P. O. BOX 1587
GREENVILLE, NC 27835
Pay
Pay N.C.D.E.N.R.
to the
Order of GREENVILLE, NC 27835
DATE 07/11/2001
66-1059 STATE TREASURER, RALEIGH, NORTH CAROLINA
531 PAYABLE AT PAR THROUGH FEDERAL RESERVE SYSTEM
i1'00008B S 6ii' 1:0 S 3 L 10 S 9 41: 91,1000,116 4 211'
Im. ell.
1 044444444444+4 QN9' 29lt*`;, I naloo-gem"Xii6k,
A60n�4�L

Form DCM-MP-5
BRIDGES AND
rcoAslA
CULVERTS LpRENEADMENT
Attach this form to Joint Application for CAMA Major j. Will the proposed bridge affect existing water flow?
Permit, Form DCM-MP-1. Be sure to complete all other __Yes No
sections of the Joint Application that relate to this If yes, explain
proposed project.
1. BRIDGES
a. Public Private
b. Type of bridge (construction material)
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL
e. Will proposed bridge replace an existing bridge?
_ _Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes No
k. Navigation clearance underneath proposed bridge
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes _ No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
If yes, explain
n. Have you contacted the U.S. Coast Guard concerning
their approval?
Yes No
If yes, please provide record of their action.
2. CULVERTS
a.
Is
Water body in which culvert is to be placed
West Fork of Goose Creek
Number of culverts proposed 1
If yes, c. Type of culvert (construction material, style)
(1) Length of existing culvert Aluminum Box Culvert
(2) Width of existing culvert d. Will proposed culvert replace an existing bridge?
(3) Height of the top of the existing culvert above X Yes _ No
the MHW orNWL If yes,
(4) Will all, or a part of, the existing culvert be (1) Length of existing bridge 33'
removed? (Explain) (2) Width of existing bridge 2011"
(3) Navigation clearance underneath existing
g. Length of proposed bridge bridge 1'
(4) Will all, or a part of, the existing bridge be
h. Width of proposed bridge removed? (Explain) Entire bride will be
i. Height of proposed bridge above wetlands removed and replaced. ExistinE bulkheads
will be left and the box culvert will be placed
between them.
Revised 03/95

Form DCM-MP-5
If yes, Removal of bridge
e.
Will proposed culvert replace an existing culvert?
(1) Length of area to be excavated 33'
Yes X_ No
(2) Width of area to be excavated 23.1'
If yes,
(3) Amount of material to be excavated in cubic
(1) Length of existing culvert
yards 57 cu. Yds.
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
d.
If the placement of the bridge or culvert involves any
the MHW or NWL
excavation, please complete the following:
(4) Will all, or a part of, the existing culvert be
) Location of the spoil disposal area
removed? (Explain)
Temporary spoil area is existing road bed
f.
0
Length of proposed culvert 49'6" ®
G
1
Dimensions of spoil disposal area
20' x 20'
g.
Width of proposed culvert 25'4"
Do you claim title to the disposal area?
X Yes No
h.
Height of the top of the proposed culvert above th vm,
IIf no, attach a letter granting permission from
MHW or NWL 2'
he owner.
--
ill the disposal area be available for future
i.
Will the proposed culvert affect existing water flow?
- a-
maintenance? X Yes No
Yes X No
(5) Does the disposal area include any coastal
If yes, explain
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
j.
Will the proposed culvert affect existing navigation
above.
potential? Yes X No
(6) Does the disposal area include any area below
If yes, explain
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
3.
EXCAVATION AND FILL
e.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
a.
Will the placement of the proposed bridge or culvert
described in Item d. above) to be placed below MHW
require any excavation below the MHW or NWL?
or NWL? X Yes _ _No
X _
If yes, Backfill over pipes and between
_Yes —No
If yes,
(1) Length of area to be filled 33'
(1) Length of area to be excavated 51' ?
(2) Width of area to be filled 51'
(2) Width of area to be excavated 27' 1�
(3) Purpose of fill Backfill over new pipes and
(3) Depth of area to be excavated 2'
between
(4) Amount of material to be excavated in cubic
yards 102 cu. yds.
f.
Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
b.
Will the placement of the proposed bridge or culvert
described in Item d. above) to be placed within:
require any excavation within:
Coastal Wetlands _ SAVs X Other Wetlands
Coastal Wetlands — SAVs _ Other Wetlands
If yes, Wetlands in all four quadrants will be
If yes, Open Water (total 708 sq. ft.)
impacted.
(1) Length of area to be excavated 30'
Total 252 square feet of 404 wetlands will be filled.
(2) Width of area to be excavated 23.6'
(1) Length of area to be filled
(3) Amount of material to be excavated in cubic
(2) Width of area to be filled
yards 53 cu. yds.
(3) Purpose of fill
c.
Will the placement of the proposed bridge or culvert
require any highground excavation?
g.
Will the placement of the proposed bridge or culvert
X Yes No
result in any fill (other than excavated material
Revised 03/95

Form DCM-MP-5
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
NCDOT-Carteret # 05
Applicant or Project Name
Signatur
Date
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail or
D J
c. Will the proposed project require the construction of
any temporary detour structures? �.
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Typical Bridge construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X _Yes _ No
If yes, explain in detail A small amount of rip rap
will be placed waterward of the wine walls not to
exceed 2' out.
Revised 03/95

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DROJECT
DATE JUNE 25, 2001
ROAD SR 1125
ROAD NAME MOORE'S SWAMP RD E X
COUNTY PAMLICO
BRIDGE 05
HAP #2
EXISTING WIDTH: 20' 1" F.H. REEL, JR. (HE
EXISTING LENGTH:33' C/0 DAVID R EL
SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOISTS 7104 CATLET
SPANS: I@I5' 2", 1@17' 4" SPRINGFIELD, VA
WATER DEPTH:5'
SKEW 90 DEGREES
AUG Q 8 2 U , WEST FORK OF GOOSE CREEK
_ WEYERHAUSER CO.
C/O BARBARA KHOURY
M p �� P.O. BOX 1391
NEW BERN, NC 28563
2
D.O.T. RIGHT OF WAY
SCALE: 1" = 50'
- - - - - - - - - - - - -
Q ----------------
------------- --------------------
�
- - - --
EXISTING HEADWALLS
-NC 55 SF 11=5
O
D.O.T RIGHT OF WAY I 1
WEYERHAUSER CO.
ZONE 2 -� -I ZONE I C/O BARBARA KHOURY
�I ZONE I P.O. BOX 1391
F.H. REEL. JR. (HEIRS) . I NEW BERN, NC 28563
C/O DAVID REEL
7104 CATLETT ST.
SPRINGFIELD, VA 22152 _20-1 1- 301 hl � ZONE 2
0.1
PROPOSED OL.UMI NI UM BOX CULVERT
WITH HEADWALLS
RIP RAP WILL BE PLACED AT WING
WALLS NOT TO EXCEED 2'
WATERWARD
WEST FORK OF GOOSE CREEK 336 SO FT OF OPEN WATER
TO BE COVERED BY BOX CULVERT
@ 25' 4" x 8' 7" x 49' 6" ALUMINUM BOX CULVERT 1 1 72 SO FT OF 404 WETLAND
• � TO BE FILLED
72 SO FT OF 404 WETLAND TO BE FILLED----,,,- 25" 4",
� D.O.T RIGHT OF WAY
- - - - - - - - - - - - - - - -
NC 55
EXISTING HEADWALLS
ZONE 2 � � ZONE I
36 SO FT OF 404 WETLAND I� 20 I� 30' _I
TO BE FILLED
372 SO FT OF OPEN WATER -
PROPOSED LENGTH:49' 6" TO BE COVERED BY BOX
PROPOSED WIDTH: 25' 4" CULVERT
PROPOSED HEIGHT: 8' 7'
SUPERSTRUCTURE:BOX CULVERT
WATER DEPTH:5'
SCALE I" = 50'
-- - -- --- - - - - - -
SR 112`_
- - - - - - - - - - -
1 1 72 SO FT OF 404 WETLAN-
TO BE FILLED
1 ZONE I �� 1
ZONE 2
EDGE OF PAVEMENT
- - - - - - - - CENTERLINE OF DRAINAGE DITCH
- - - - - - - - - - - - EDGE OF SHOULDER
Ilk 404 WETLAND AREA

PROJECT NO.
DATE JUNE 13, 2001
ROAD SR 1125
OAD NAME MOORE'S SWAMP EXISTING TIMBER BRIDGE
COUNTY PAMLICO
BRIDGE 0.5
AP #03 I
EXISTING WIDTH: 20' 1"
EXSTNG LENGTH:33' SR 1125
SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOISTS
SUBSTRUCTURE: TIMBER CAPS ON TIMBER PILES
HEIGHT CROWN TO BED:8'
WATER DEPTH:S'
SKEW:90 DEGREES
N
L
_ - - NWL
EXISTING HEAD WALL
A'Ju CREEK BED
MARTAL NT
MOREHEAD
PROPOSED BOX CULVERT
I& 25' 4" x 8' 7" x 49' 6" PROPOSED BOX CULVERT
NWL
N
SR 1125
AZEXISTING
HEAD WALL
---------------
Ln
WING WALL
9' 25' 4° 3� MINIMUM BEDDING
BOX CULVERT BURIED I'
INTO EXISTING STREAM BED)
EXCAVATION ABOVE NWL: SUPERSTRUTURE:BOX CULVERT
PROPOSED WIDTH: 25' 4'
331 x 23.1'W x 2'D = 57 CUBIC YARDS PROPOSED HEIGHT: 8' 7'
PROPOSED LENGTH: 49' 6'
HEIGHT CROWN TO BED:8'
EXCAVATION BELOW NWL WATER DEPTHS'
5I'L x 27'W x 2'D = 102 CUBIC YARDS

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First -Class Mail
UNITED STATES POSTAL SERVICE Postage 8 Fees P
1111 USPS
Permit No. G-10
__.___.__ ___.__._ _.._..
"nt your name, address, and ZIP Code in this box • j
`. i
rd
N. C. Dept. of Transportation i
I
P. O. Box 1587
i
Greenville. NC 27835-1587 ;

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7/ 10/01
Mr. F H Reel Jr. (Hiers)
C/O David Reel
7104 Catlett St.
Springfield, Va. 22152
Dear Mr. Reel:
This correspondence is to notify you as an adjacent riparian landowner that the North Carolina Department of Transportation
plans to replace an existing 33'x 20' bridge with a 25' 4" x 50' aluminum box culvert.
onsite of his/her property located SR 1125 in _Pamlico County. The sketch attached accurately
depicts the proposed construction.
Should you have objections to the proposed construction, please check the appropriate statement below, sign, date, and
return as soon as possible to:
Mr. Bill Arrington
N.C. Dept. of Environment and Natural Resources
Morehead City District
Division of Coastal Management
151-B Hwy 24 Hestron Plaza II
Morehead City, N.C. 28557
Written comments must be received by the Division of Coastal Management within 10 days of receipt of this notice.
NO RESPONSE WITHIN 10 DAYS of receipt of the correspondence will be INTERPRETED AS NO OBJECTION.
Sincerely,
I have no objection to the proposed project as described in this correspondence.
I have objection to the project as presently proposed and have enclosed comments.
(Signature)
(Date)

V
Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major j. Will the proposed bridge affect existing water flow?
Permit, Form DCM-MP-1. Be sure to complete all other __Yes No
sections of the Joint Application that relate to this If yes, explain
proposed project.
k.
Navigation clearance underneath proposed bridge
1.
BRIDGES
1.
Will the proposed bridge affect navigation by
a.
Public _ Private
reducing or increasing the existing navigable
opening? Yes _ No
b.
Type of bridge (construction material)
If yes, explain
c.
Water body to be crossed by bridge
m.
Will the proposed bridge cross wetlands containing
no navigable waters? Yes No
d.
Water depth at the proposed crossing at MLW or
If yes, explain
NWL
e.
Will proposed bridge replace an existing bridge?
n.
Have you contacted the U.S. Coast Guard concerninc,
_ _Yes No
their approval?
If yes,
Yes
(1) Length of existing bridge
_No
If yes, please provide record of their action.
(2) Width of existing bridge
(3) Navigation clearance underneath existing
2.
CULVERTS
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
a.
Water body in which culvert is to be placed
West Fork of Goose Creek
f.
Will proposed bridge replace an existing culvert(s)?
b.
Number of culverts proposed 1
Yes No
If yes,
c.
Type of culvert (construction material, style)
(1) Length of existing culvert
Aluminum Box Culvert
(2) Width of existing culvert
d.
Will proposed culvert replace an existing bridge?
(3) Height of the top of the existing culvert above
X Yes
the MHW or NWL
_ _No
If yes,
(4) Will all, or a part of, the existing culvert be
(1) Length of existing bridge 33'
removed? (Explain)
(2) Width of existing bridge 20'1"
(3) Navigation clearance underneath existing
g.
Length of proposed bridge
bridge 1'
(4) Will all, or a part of, the existing bridge be
I�.
Width of proposed bridge
removed? (Explain) Entire bridge will be
i.
Height of proposed bridge above wetlands
removed and replaced. Existing bulkheads
will be left and the box culvert will be placed
between them.
Revised
03/95

Form DCM-MP-5
If yes, Removal of bridge
e.
Will proposed culvert replace an existing culvert?
(1) Length of area to be excavated 33'
Yes X No
(2) Width of area to be excavated 23.1'
If yes,
(3) Amount of material to be excavated in cubic
(1) Length of existing culvert
yards 57 cu. Yds.
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
d. If the placement of the bridge or culvert involves any
the MHW or NWL
excavation, please complete the following:
(4) Will all, or a part of, the existing culvert be
(1) Location of the spoil disposal area
removed? (Explain)
Temporary spoil area is existing road bed
f.
Length of proposed culvert 49'6"
(2) Dimensions of spoil disposal area
20' x 20'
g.
Width of proposed culvert 25'4"
(3) Do you claim title to the disposal area?
X Yes No
h.
Height of the top of the proposed culvert above the
If no, attach a letter granting permission from
MHW or NWL 2'
the owner.
(4) Will the disposal area be available for future
i.
Will the proposed culvert affect existing water flow?
maintenance? X Yes No
Yes X No
(5) Does the disposal area include any coastal
If yes, explain
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
j.
Will the proposed culvert affect existing navigation
above.
potential? Yes X No
(6) Does the disposal area include any area below
If yes, explain
the MHW or NWL? Yes X No
If yes, give dimension if different from No. 2
above.
3.
EXCAVATION AND FILL
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
a.
Will the placement of the proposed bridge or culvert
described in Item d. above) to be placed below MHW
require any excavation below the MHW or NWL?
or NWL? X Yes _ No
If yes, Backfill over pipes and between
_X _Yes _ —No
If yes,
(1) Length of area to be filled 33'
(1) Length of area to be excavated 51'
(2) Width of area to be filled 51'
(2) Width of area to be excavated 27'
(3) Purpose of fill Backfill over new pipes and
(3) Depth of area to be excavated 2'
between
(4) Amount of material to be excavated in cubic
yards 102 cu. yds.
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
b.
Will the placement of the proposed bridge or culvert
described in Item d. above) to be placed within:
require any excavation within:
Coastal Wetlands _ SAVs X Other Wetlands
Coastal Wetlands _ SAVs _ Other Wetlands
If yes, Wetlands in all four quadrants will be
If yes, Open Water (total 708 sq. ft.)
impacted.
(1) Length of area to be excavated 30'
Total 252 square feet of 404 wetlands will be filled.
(2) Width of area to be excavated 23.6'
(1) Length of area to be filled
(3) Amount of material to be excavated in cubic
(2) Width of area to be filled
yards 53 cu. yds.
(3) Purpose of fill
c.
Will the placement of the proposed bridge or culvert
require any highground excavation?
g. Will the placement of the proposed bridge or culvert
X Yes No
result in any fill (other than excavated material
Revised
03/95

Form DCM-MP-S
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? Yes X No
If yes, explain in detail
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work channels?
Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic dredge)?
Typical Bridle construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X ,Yes --No
If yes, explain in detail A small amount of rip ran
will be placed waterward of the wing walls not to
exceed 2' out.
Revised 03/95
NCDOT-Carteret # 05
Applicant or Project Name
Signature//
Date

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ROJECT
DATE JUNE 25, 2001
ROAD SR 1125
ROAD NAME MOORE'S SWAMP RD EXISTING TIMBER BRIDGE
COUNTY PAMLICO
BRIDGE 05
MAP # 2 WEST FORK OF GOOSE CREEK
4VEYERHAUSER CO.
EXISTING WIDTH: 20' 1" F.H. REEL. JR. (HEIRS) C/0 BARBARA KHOURY
EXISTING LENGTH: 33' C/O DAVID REEL P.O. BOX 1391
SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOISTS 7104 CATLETT ST. NEW BERN. NC 28563
SPANS: IeI5' 2", 1(417' 4" SPRINGFIELD. VA 22152
WATER DEPTH: 5' D.O.T. RIGHT OF WAY
SKEW 90 DEGREES
SCALE: 1" = 50' AL
-----------------------------
-------------------------
EXISTING HEADWALLS
AL —NC 55 SR 1125
(�---------------------------- -O -
D.O.T RIGHT OF WAY 1 1
WEYERHAUSER CO.
ZONE 2ZONE I C/O BARBARA KHOURY
ZONE 1 P.O. BOX 1391
F.H. REEL, JR. (HEIRS) / �� 1 NEW BERN, NC 28563
C/O DAVID REEL
7104 CATLETT ST.
SPRINGFIELD, VA 22152 301
_20� Q� _ _20' 1 ZONE 2
PROPOSED OLUMI NI UM BOX CULVERT
WITHH E O D W A L L S
RIP RAP WILL BE PLACED AT WING
WALLS NOT TO EXCEED 2'
WATERWARD
WEST FORK OF GOOSE CREEK 336 SO FT OF OPEN WATER
TO BE COVERED BY BOX CULVERT
I @ 25' 4" x 8' 7" x 49' 6' ALUMINUM BOX CULVERT 72 SO FT OF 404 WETLAND
TO BE FILLED
72 SO FT OF 404 WETLAND TO 6E FILLED 25' 4"
�D.O.T RIGHT OF WAY
— - — - — - — - — - — - — - — - —
------------------------- o
- — - - — - — - — - — - — -
-----------------------
�
—NC 55
I I
IF EXISTING HEADWALLS
SR 1125
O
---------------------------
�D.O.T RIGHT OF WAY
1 72 S0 FTF ^4_-4 WETLANO
TO BE FILLEC
ZONE I ZONE 2
�� �
36 SO FT OF 404 WETLAND 20,20"
TO BE FILLED
�-3�� ''rIE 2
372 SO FT OF OPEN WATER
PROPOSED LENGTH:49' 6" TO BE COVERED BY BOX
PROPOSED WIDTH: 25' 4" CULVERT
PROPOSED HEIGHT: 8' 7'
SUPERSTRUCTURE:BOX CULVERT
EDGE OF PAVEMENT
WATER DEPTH:5'
SCALE I" = 50'
— - — - — - — - CENTERLINE OF DRAINAGE DITCH
-- - - - - - - - - -- EDGE OF SHOULDER.
404 WETLAND AREA

PROJECT NO.
DATE JUNE 13, 2001
ROAD SR 1125
OAD NAME MOORE'S SWAMP EXISTING TIMBER BRIDGE
COUNTY PAMLICO
BRIDGE 0.5
AP #03 I
EXISTING WIDTH: 20' 1'
EXISTING LENGTH:33' �SP• u2
SUPERSTRUCTURE: TIMBER FLOOR ON TIMBER JOISTS
SUBSTRUCTURE: TIMBER CAPS ON TIMBER PILES
HEIGHT CROWN TO BED:8'
WATER DEPTH:5'
SKEW:90 DEGREES
� � N
\ — NWL
EXISTING HEAD WALL
CREEK BED
PROPOSED BOX CULVERT
I@ 25' 4' x 8' 7' x 49' 6' PROPOSED BOX CULVERT
NWL
N
SR 1125
EXISTING HEAD WALL
----------- ----------------
AL
Cn
WING WALL
�/
9/ 25' 4° 311 1 MINIMUM BEDDING
BOX CULVERT BURIED I'
INTO EXISTING STREAM BED)
EXCAVATION ABOVE NWL-. SUPEPSTPUTUPE:BOx CULVEPT
PPOFOSED WIDTH :25 4•
332 x 23.1'W x 20 = 57 CUBIC YARDS----oSED HEIGHT:8 7'
=--=OSED LENGTH:49' 6'
-__--T CROWN TO BED:8'
EXCAVATION BELOW NWL -- DEPTH:5
51'Z x 27'W x 20 - 102 CUBIC YARDS

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Print your name, address, and ZIP Code in this box •
_Tr)I
N. C. Dept. of Transportation
P. O. Box 1587
Greenville, NC 27835-1587
�1114�{tiEllit�!ll�illil�!lI4lfl�l�4ii4�t111►1�111t1!iill4�t3t
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SENDER:
■ Complete items 1 and/or 2 for additional services.
Complete
I also wish to receive the
following services (for an
■ items 3, 4a, and 4b.
■ Print your name and address on the reverse of this form so that we
turn this
extra fee):
card to yyou.
' ■ Attach this form to the front of the mailpiece n if
not
1. ❑ Addressee's Address
■ nta"Return Receipt Requested" on the
N� rlvlg�qlow�
■ The Return Receipt will show to whom the
the a
doWared
u
to
2. ❑ Restricted Delivery
delivered.
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Consult postmaster for fee.
g
3. Article Addressed to:
N
rticle Number
Weyerhauser Co.
A ��
C/o Barbara Khoury
ce Type
tered �Certlfied
E
PO Box 1391
Bern, NC 28563
iin
ss Mail 0 Insured
gNew
Receipt for Merchandise 0 COD
f Delivery
5. Received y: (Print Name)
8.
Addressee's Address (Only if requested
Y
�7Q/ _
and fee is paid)
6- Sianatura /Adrlr cwa Amont)
/
PS Form 3811, D ber 1994 102595-9&3-0229 DC

CERTIFIED MA It
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION i
DIVISION OF 1HIG WAYS
IN
GREENVILLE, NORTH CAROLINA 27835-1587 7099 3220 0002 4103 6345
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